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Evaluation of storm standby tanks Columbus, Ohio

Author: C T Lindblom; Dodson, Kinney and Lindblom.; United States. Environmental Protection Agency. Water Quality Office.
Publisher: Washington, DC : U.S. Government Printing Office, 1971.
Series: Water pollution control research series.
Edition/Format:   Print book : National government publication : EnglishView all editions and formats
Summary:
The operation of three storm standby tanks contiguous to an intercepting sewer which serves both combined sewers and sanitary sewers was investigated to determine the effectiveness of the tanks in improving the quality of the waste water prior to its discharge into the river. Based on influent and effluent sampling data collected during the study period, storm standby tank facilities reduce significantly  Read more...
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Additional Physical Format: Online version:
Dodson, Kinney and Lindblom.
Evaluation of storm standby tanks.
[Washington] Environmental Protection Agency, Water Quality Office [for sale by the Supt. of Docs., U.S. Govt. Print. Off.] 1971
(OCoLC)551633270
Material Type: Government publication, National government publication, Internet resource
Document Type: Book, Internet Resource
All Authors / Contributors: C T Lindblom; Dodson, Kinney and Lindblom.; United States. Environmental Protection Agency. Water Quality Office.
OCLC Number: 566075
Notes: "March 1971."
Description: xi, 126 pages : illustrations ; 28 cm.
Series Title: Water pollution control research series.
Responsibility: by C.T. Lindblom.

Abstract:

The operation of three storm standby tanks contiguous to an intercepting sewer which serves both combined sewers and sanitary sewers was investigated to determine the effectiveness of the tanks in improving the quality of the waste water prior to its discharge into the river. Based on influent and effluent sampling data collected during the study period, storm standby tank facilities reduce significantly concentration of the solids and B.O.D. in the waste water in storm runoff periods. The extent of reduction is dependent to a major degree on the detention time of flow passing through the tanks. Improvement of dissolved oxygen resulting from passage of waste water through the tanks is very substantial, especially during periods when the dissolved oxygen content of the influent is low.

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Linked Data


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